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Application-Permit
Garfield County Bailding & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: 0101 Owens Drive, Silt Locality: 2179-342-00-427 Use of Building: storage bldg, metal bldg Owner: Wright, Jeffrey Contractor: Owner Amount of Permit: $1,443.34 Date: Q-2b-o+- I Clerk: __ 3.....,.....:....!:.. lWi~l::._O_rL __ GARFIELD COUNTY BU IL DING PERMIT APPLICATION 108 8 '" Street, Suite 401 , Gle nwood Springs, CO 81601 Phone: 970·945·8212 I Fu: 970·384-3 470 f Inspection Line: 970-384-5003 Pennit No: { () C, 10 '{ Parcel/Schedule No: Z. \1 '5'~2.(::(.)42. C 2 3 Contractor: S ~Nl~ I ' Addr ess: Ph: Li e. No . 4 Architect/Engineer: ALL-,()N\ Sl~ &.-~8 5 Sq. Ft. of Build ing: 2.0,:)0 Sf S q . Ft. of ~:b A:::,t..£s He igh t: ~~ '-o 11 No. of Floors: I (i Use of Building: 7 Describe Work: 8 Class of Work: 0 ~) Garage: 0 -~ New 0 Single Double 0 Alteration Addi tion 0 Move Carport: 7 o Remove 0 S ing le 0 Double 10 0 0 On-Site Sewage ~ Site Plan -:;:>/ /\_,. c> ~ <' Disposal f \ .:::>1::::> "'f--1-~....:> Driveway Permit 11 Valuation ofWor k: S $ 2..2.J9CO 12 Special Cond iti ons: SOILS T~S ($'-( Au. BL~. locm-m av NOTICE A SEPARATE ELECTRlCAL PERMIT IS REQUI RED AND MUST BE I SSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF' WORK OR CONSTRUCTION AUTHORIZED I S NOT COMMENCED WITHLN 180 DAYS. OR. IF' CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY T I ME AFTER WORK I S COMMENCED. I HEREBY CERTIFY THAT I HAVE ·READ AND EXAMI NED T HIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVI SIONS OF LAWS GOVERNI NG THIS TYPE OF WORK WILL BE COMPLETED \VITHIN WHETHER SPECIFIED HEREI N OR NOT. THE GRANfiNG OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISI ONS OF ANY OTHER STATE OR LOCAL JAW REGULATI NG CONSTRUCT,~HE PERFORMANCE OFru;y_,d/~ P//3/07 ~ .,.~ OF OWNER t/ "IIJATE ' /Ail ui ~ <l -1-o-1 l d" \ft.fl-1>\.d B ~~PT. v (f,Nl'.))tFT APPROVAL/DAT E \iP~VAL/DATE Adjusted Valuati,ons:.$ 8J..., Cfl '). -S t:> P la n C h eck Fee: 'Sf 5bf< Per m it Fee: '/-$- 7}'-/ Total Fee: } lf ~ 3 3i Dated Permit Issued : OCC Group: :JPL-Const. Type: Zoning : Setbacks: Manu. Home: ISDS No. & Fee: AGREEMENT PERMISSION I S HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR T HE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFI CATI ONS SUBMITIED TO AND REVIEW ED BY THE BUILDI NG DEPARTMENT. IN CONSIDERATION OF THE I SSSUANCE OF THI S PERMIT. THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. TH E SI GNER FURil-IER AGREES THAT IF T HE ABOVE SAID ORDINANCES ARE NOT FULLY COMPI LED WITH IN THE LCOATION. ERECTION. CONSTRUCTION . AND USE OF THE ABOVE DESCRIBED STRUCT URE. THE PERMIT MAY BE REVOKED BY NOTI CE FROM THE COUNTY AND THAT T H EN AND THERE IT SHALL BECOME NULL AND VOI D. THE ISSUANCE OF A PERMT BASED UPON PLANS . SPECIFI CATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFIC ATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEI NG CARRIED ON T H EREUNDER WHEN IN VIOLATION OF T HS CODE OR ANY OTH ER ORDI NANCE OR REGULATION OF THIS J URISDICTION. THE REVIEW OF SUBM!TIED PLANS AND SPECIFI CATIONS AND INSPECTIONS CONDUCTED T HEREAFTER DOE S NOT CONSTITUTE AN A CCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITI ES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES. THE RESPONSI BI LITY FOR T HESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT. DESI GNER. BUILDER, h . ~DOWNER. COMMENTS ARE INTENDED TO BE C ONSERVATIVE AND I N SUPPORT OF THE OWNERS LNTEREST. -J yl(AV\ V f.t B 1 HEREBY ACKN~wg:DGE T ~ 1 HAV~EAD AND UNDERSTAND THE AGREEMENT ABOVE (INI TIAL): ._/ ~-\L't ~J Q~"' .. C\-6{,0-r c~ ~1s-, c~ ~o $ ~40 ~ t\ t$(2D3 -Zt3 The following i tems are r e quired by Garfield County for a final inspection : 1. A fin al El ectricai Inspecti o n f rom the Co lo rad o State El ectri cal In spector; 2. Perm a nent address assig ne d by G arfi e ld C ounty Bui lding Department pos ted wh ere readil y visibl e fro m access r o ad ; 3. A fi nished r oof, a l ocka bl e hou se, compl e te exterior s idin g, exteri or doors and windows in stall ed , a compl ete kitc hen with cabinets, a sink with ho t & cold r unnin g water, non-abso rbent kitchen fl oor coverings, counter top s and fini s hed wall s, r eady for s to ve and refri gerator, all necessar y plumbing; 4. All bathrooms must be compl ete, with washb o wl, tub o r s hower, to ilet stool, ho t and cold runnin g water , n o n-a bsor bent fl o ors a nd wall s fini shed and a pri v acy d oor ; 5. All step s outside o r in side over three (3 ) s teps must have handrail s , g uard r ail s on ba lco nies or decks o ver 30" high constructe d to all IBC and IRC requ ir e men ts ; 6. Outsid e grading d o ne to wh er e water will d eto ur away fro m the bui lding; 7 . Excepti o ns to the outsi de s teps, decks and gradin g m ay be m ad e upo n th e d emon str ati o n o f exte nu atin g circ umstan ces , i .e. weather, but a C ertifi cate o f Occ upancy wi ll no t be iss ued until all th e re quired items ar e completed and a fin al in s pecti on m ade ; 8 . A fin al in specti o n si g n o ff by th e G arfield C ounty Road & Bridge Departme nt for dri veway in stallati o n, whe re applicable ; as we ll as any fin al sig n off by th e Fire Di stri ct , and/or St ate Agen c ies wh ere appli cabl e . 9 . If yo u will be connec tin g to a public water and/or sewer system, proof o f th e ta p fees hav e been paid and the connections inspected by the s ervi ce provid er prior to i ssuance o f a C.O . A CERTIFICATE OF OCCUPANCY W ILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY O R USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O .) I S ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O . WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE G ROUNDS FOR VACATING PR EMISES UNTIL ABOVE CONDITI ONS ARE MET. I und erstand and agree to abid e by th e above co ndition s fo r o c cupa ncy, US¥ and th e issuan ce of a Certifi ca te of Occupancy for the dwe llin g under building permit# It> b' 'f vfli/~ P-£-CZ Si g nature D ate Bpapplicati o no c to be r2006 VALUATION/FEE DETERMINATION Applicant W t2. \ 6v H1: Address c.?\o\ ow F--1"' 5 Ott Date q -? LJ -o 1 Finis hed (Li v abl e Area): Main Uppe r L ower Other B ase me nt: Total Square Feet Valuati on Unfini s hed Co nver sio n o f Unfini shed to F ini shed Pl an Check Fee for Co nvers io n Ga raQ'e: Crawl Space: D ecks/Pati os : Va lu ati on f,T8!5L ~ -;s-D Valu ati o n Va luati on Covered Va lu ati o n Open Valuati on T otal Valuati o n Subdivision - Lot!BJock - Contractor ~ E:. ( p /l{tk .. UC\tlf;tL o()f-\6UILDI~(, i'vt::IIOL 8Lkt>, fo:_ 0\cY._},(t£:.. GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. I . ' I/ I Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. I. 2. 3. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located · · n the envelope. Yes-+--- Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution setbacks do apply. • ! . if the property you are applying for a building permit on is located on a corner lot. Special ) Yes 3:'o ki'E St\E. \l~oT£_ ~X\SI\0~ \!2-A-\l..ff.,S -Zl;)t-.ltn A<::.i~l CU~dlJ2.,1 L Does the site plan include when apphcabfe tne locatwn of the r:S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes ---- 2 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. Does the site plan indicate the location and direction of the County or private road accessing operty? Do the plans include a foundation plan indicating the size, location and spacing of all e· orcing steel in accordance with the IRC or per stamped engineered design? Yes+---- Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes !'LA, AG cXJ\-&J\LDl N0 Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes N .A. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor s and wind loads? Does the plan include a building section drawing indicating foundation, wall, floor, and roof ~truction? v Does the building section drawing include size and spacing of floor joists, wall studs, ceiling /""!""""'' roof rafters or joists or trusses? Does the building section drawing or other detail include the method of positive connection of 8lumns and beams? Yes Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top fa flat roofl (Building height measurement usually not to exceed 25 feet) Yes+------ Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No _______ __ 3 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IR~? Yes No f------- Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms basements comply with the requirements of the IRC? Yes ------\ Does the plan include a window schedule or other verification that windows provide natural ~!~tandventilation habitablerooms? QP£t-.(-1\G _ 0\...1\ BU\LDlNG Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing inunediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specifY safety gla or these areas? Yes ______ 1 Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No f\1, A . Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or ~nts? ~ No. _____ _ Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted without h Yes ~------ Will this be the only residential structure on the parcel? Yes No Ifno-Explain: ..--·-""e two (2) complete sets of construction drawings been submitted with the application? Yes+---- Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes _____ _ No ____ _ NOTA 4 ou-r-~v1 LD i \\) c 24. Have you designed or had this plan designed while considering building and other n !ruction code requirements? Yes No _____ _ 25. Do your plans comply with all zoning rules and regulations in the County related to your r p ies zone district? Yes No ------ 26. Does the plan accurately indicate what you intend to construct and what will receive a final Ffn<,.,..,ction by the Garfield County Building Department? No ____ _ 27. Do you understand that approval for design and/or construction changes are required prior to Affi"""·nlication of these changes? No ------ 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your ing permit? No ____ _ 29. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be ~in to 384-5003. ~ No _____ _ 30. Are you aware that requesting inspections on work that is not ready or not accessible will """'-~!in a $50.00 re-inspection fee? Yes No _____ _ 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and ~ancy of the building? ~No _____ _ 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply """""uhe IR C? No ------ 5 33. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-860 I. I Nf . /. 1: "'if77 1 1\ Y\2, Yes '---{ A~ yATt_ \:-JVIL[;J\'~ 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be d at time of applicable inspection. No ______ _ 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel Number for the lot you are applying for this permit on prior to submittal uilding permit application? Your attention in this is appreciated. No ________________ _ 36. Do you know that the local fire district ma~~~~· e you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this require men M fZ... \A L.. \30\ L C)\ N ({ 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading c;l- I hereby acknowledge that I have read, understand and answered these questions to the b of my ability. Phone:. _________ ( days); __________________ (evenings) ProjectName: \WoNr AG OUT-{)U\LDlNG Project Address: 0/o I (} wea...s-dr. G Jt; Cc?. Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application 6 may be placed behind more recent applications for building pennits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. Bpminreqfeb2005 7 PLAN REVIEW CHECKLIST Applicant Wr2. \. ~ \±T Building t/ Engineered Fou ndation L Driveway Permit GXLS ~ _Lsurveyed Site Plan ~Septic Permit and Setbacks ~ Graden'opography 30 % -lL._Attach Residential Plan Review List L Minimum Application Questionnaire ~Subdivision Pl at Notes ~Fire Department Rev iew _d_ Valuation Determination/Fees --L,...L Red Lin e Plans/Stamps/Sticker ~Attach Conditions ----LLApplication Si gned Date. __ 9-l._-----""d-_l_,_t -d7_::,_ __ Planning/Zoning v/ Property Line Setbacks ~ ~ 0 ( ~30ft Stream Setbacks n..~d.l '~L ~ ;')~ \-le-llot.u ~Flood Plain /B uil ding Height L zoning Si gn -off L Road Impact Fees ~ONDRC Approval ~Planning Iss u es }oJ LMJ p IJ 5 y ~Subdivision Plat Notes /Plan Reviewer To Sign Application L Parcel /Sc hedule No. S t'Zf l h rAt h. VJ.I(1t-p_~T / ()e...~ .t4u-40# Snow load Letter-Manf. Hrns. t,l So il s Report GENERAL NOTES: Jeff Wright 410 Evergreen Drive Rifle, Colorado 81650 Job No.I 07 0550 Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed Residence and Shop Building, 0101 Owens Drive, South of Silt, Garfield County, Colorado. Dear Mr. Wright: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study and percolation test for foundation and septic disposal designs at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated July 20, 2007. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Evaluation of potential geologic hazard impacts to the property is beyond the scope of our study. Proposed Construction: The proposed residence will be a one story wood frame structure over a walkout basement level in the area of the pits shown on Figure I. The garage and basement floors will be slab-on-grade. The proposed shop building will be a large single story metal building with a slab-on-grade floor. Cut depths are expected to range between about 3 to 8 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. The septic disposal system is proposed to be located to the north of the proposed residence. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The proposed development area is cunently a horse pasture that was vacant at the time of our field exploration. The ground surface in the area of the proposed residence slopes down to the west with about 6 feet of elevation difference across the building area. The proposed shop building and septic disposal area are located in the bottom of the valley and the ground surface is relatively flat. Vegetation consists of - 2 - scattered trees, grass and weeds. Occasional cobbles and boulders are exposed on the ground surface in the area. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits in the area of the proposed residence and one pit in the area of the proposed shop building and septic disposal area at the approximate locations shown on Figure I. The logs of the pits are presented on Figure 2. The subsoils encountered, below about I foot of topsoil, consist of stiff, slightly sandy to sandy silt to the pit depths of 6 to 9 feet. Results of swell-consolidation testing perfonned on relatively undisturbed samples of silt soils, presented on Figures 3 and 4, indicate low compressibility under existing low moisture conditions and light loading and a minor to low collapse potential (settlement under constant load) when wetted. The samples showed moderate to high compressibility upon increased loading after wetting. The laboratory test results are summarized in Table I. No free water was observed in the pits at the time of excavation and the soils were slightly moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, spread footings placed on the undisturbed natural soil and designed for an allowable soil bearing pressure of I ,000 psf can be used for suppm1 of the proposed residence and shop building. The soils are compressible especially after wetting and there could be some post-construction foundation settlement. The amount of settlement would depend on the depth and extent of wetting and could be on the order of I to 2 inches or more. Extending the bearing level down to relatively incompressible materials could reduce the settlement potential. Footings should be a minimum width of20 inches for continuous walls and 2 feet for columns. The topsoil and loose disturbed soils encountered at the foundation bearing level within the excavation should be removed. The exposed sub grade should be moistened to near optimum and compacted prior to forming footings and placing concrete. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral emth pressure based on an equivalent fluid unit weight of at least 50 pcf for the on- site soil as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-on-grade construction. The silt soils are compressible when wetted which could result in some slab settlement and distress if the bearing soils become wet. To Job No.l07 0550 - 3 - reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free-draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50% passing the No.4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in the area that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below-grade construction, such as retaining walls and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free-draining granular material. The drain should be placed at each level of excavation and at least I foot below lowest adjacent finish grade and sloped at a minimum I% to a suitable gravity outlet. Free-draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least I Yz feet deep. An impervious membrane such as 20 mil PVC should be placed beneath the drain gravel in a trough shape and attached to the foundation wall with mastic to prevent wetting of the bearing soils. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence and shop building have been completed: I) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free-draining wall backfill should be Job No.I 07 0550 -4- capped with about 2 feet of the on-site, finer graded soils to reduce surface water infiltration. 3) The ground surface sunounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first I 0 feet in unpaved areas and a minimum slope of 3 inches in the first I 0 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Irrigation sprinkler heads and landscaping which requires regular heavy itTigation, such as sod, should be located at least 5 feet from foundation walls. Consideration should be given to the use of xeriscape to limit potential wetting of soils below the building caused by irrigation. Percolation Testing: Percolation tests were conducted on August 2, 2007 to evaluate the feasibility of an infiltration septic disposal system at the site. Pit I and three percolation holes were dug in the designated septic disposal area shown on Figure I. The test holes (nominal12 inch diameter by 12 inch deep) were hand dug at the bottom of shallow backhoe pits and were soaked with water one day prior to testing. The soils exposed in the percolation holes are similar to those exposed in the Pit I shown on Figure 2 and consist of about I foot of topsoil overlying slightly sandy to sandy silt to the pit depth of 8 feet. The percolation test results are presented in Table 2. The percolation test results indicate an infiltration rate between 30 and 60 minutes per inch with an average of 42 minutes per inch. Based on the USDA classification of the soil from Profile I as "silt loam", the long term acceptance rate (LTAR) is 0.40 gallons per square foot per day. Based on the subsurface conditions encountered and the percolation test results, the tested area should be suitable for a conventional infiltration septic disposal system. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no WatTanty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure I, the proposed type of construction and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during Job No.I07 0550 -5- construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, Reviewed by: Steven L. Pawlak, P. JZNksw attachments JobNo.l070550 Figures 3 and 4-Swell-Consolidation Test Results Table I-Summary of Laboratory Test Results Table 2-Percolation Test Results BELL NORTH PARCEL BELL PARCEL 107 0550 "-'c; 01: r~ (J<P. 0Q PROPOSED df SHOP • PIT2 ~ BUILDliNG _ __.L-~-~_g_~~-~-~-~___J II PIT3 -:::;:::/ I PROPERTY \ ~BOUNDARY I IRRIGATION DITCH '~ APPROXIMATE SCALE 1"~500' ~ LOCATION OF EXPLORATORY PITS Figure 1 HEPWORTH·PAWLAK GEOTECHNICAL PIT 1 PIT 2 PIT 3 0 0 Q) I -200~70 WC~7.6 <J) " 00~102 LL WC~5.7 WC~6.3 5 DD~95 5 _c DD~92 Q_ <J) -200~78 0 10 10 LEGEND: [J TOPSOIL; sandy silt, organics, roots, slightly moist, brown. ~ SILT (ML); slightly sandy to sandy, scattered gravel in Pits 2 and 3, stiff, slightly moist, brown, low plasticity. ~ 2" Diameter hand driven liner sample. ~ ~ J Disturbed bulk sample. NOTES: 1. Exploratory pits were excavated on August 1, 2007 with a Case 580 Super K backhoe. 2. Locations of exploratory pits were determined in the field by the client. 3. Elevations of exploratory pits were not measured and the logs of exploratory pits are drawn to depth. 4. The exploratory pit locations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DO = Dry Density (pcD -200 = Percent passing No. 200 sieve 107 0550 ~ HEPWORTH·PAWl.AK GEOTECHNICAL. LOGS OF EXPLORATORY PITS Figure 2 Q) <J) LL _c Q_ <J) 0 Moisture Content = 5.7 perce nt Dry Density = 92 pet Sample of: Sandy Silt From: Pit 1 at 4 Feet 0 --..... 1 Compression --/ upon -;;.,etting * 2 / c 0 ·u; (/) 3 ~ a. \ E 0 0 4 5 \ 6 7 \ \ 8 9 \ 10 1\ 11 0.1 1.0 10 100 APPLIED PRESSURE -ksf 107 0550 c~£tech SWELL-CONSOLIDATION TEST RESULTS Figure 3 HEPWORTH·PAWLAK GEOTECHNICAL Moisture Content = 7.6 perce nt Dry Density = 102 pel Sample of: Slightly Sandy Silt From: Pit 2 at 3 Feet 0 - 1 ..... * ~ / Compression c f-upon 0 "' I--:.Vetting ·u; 2 (/) ~ "\ 0. 1\ E 0 0 3 \ 4 0.1 1.0 10 100 APPLIED PRESSURE-ksf 0 Moisture Content 6.3 perce nt Dry Density = 95 pcf 1 Sample of: Sandy Silt ~ From: Pit 3 at 4 Feet 2 ~ "" "---.. I\ 'r-.. 3 \ -..;:: Compression upon * 4 wetting c 0 ·u; (/) ~ 5 0. E \ 0 0 6 7 1\ \ 8 0.1 1.0 10 100 APPLIED PRESSURE -ksf 107 0550 G~~ SWELL-CONSOLIDATION TEST RESULTS Figure 4 HEPWORTH·PAWLAK GEOTECHNICAL 1 HYDROMETER ANALYSIS 1 SIEVE ANALYSIS J 24 1HR 7 HR TIME READINGS I 0 45 MIN. 15 MIN. 60MIN19MIN.4 MIN. 1 MIN. #200 U.S. STANDARD SERIES I #100 #50 #30 #16 #8 #4 CLEAR SQUARE OPENINGS I 3/8" 3/4" 1 1/2" 3" 5"6" 8" 100 10 90 20 80 70 30 0 60 (!) w 40 z z Vi <( (/) ,_ <( w a.. 0:: 50 ,_ ,_ 50 z z w w () '-' 0:: 0:: w w 40 a.. a.. 60 70 30 80 20 90 10 100 0 .001 .002 .005 .009 .019 .037 .074 .150 .300 .600 1.18 2.36 4.75 9.5 19.0 37.5 76.2 152 203 12.5 127 DIAMETER OF PARTICLES IN MILLIMETERS CLAY SILT SAND Gfl< l COBBLES V. FINE FINE MEDIUM COARSE V. COARSE SMALL MEDIUM lAAGE GRAVEL % SAND % SILT 33 % CLAY 17 % LIQUID LIMIT % PLASTICITY INDEX % USDA SOIL TYPE: Silt Loam FROM:Pit 1 at 3 to 4 Feet 107 0550 c~ GRADATION TEST RESULTS Figure 5 HEPWORTH·PAWLAK GEOTECHNICAL HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 Job No. 107 0550 SUMMARY OF lABORATORY TEST RESULTS SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATTERBERG LIMITS UNCONFINED MOISTURE DRY GRAVEL SAND PASSING LIQUID PLASTIC COMPRESSIVE SOIL OR PIT DEPTH CONTENT DENSITY NO. 200 LIMIT INDEX STRENGTH BEDROCK TYPE (%) (%) SIEVE (It) (%) (pcf) 1%1 1%1 IPSF1 1 4 5.7 92 78 Sandy Silt 3 to 4 70 Sandy Silt 2 3 7.6 102 Slightly Sandy Silt 3 4 6.3 95 Sandy Silt HOLE NO. HOLE DEPTH (INCHES) P-1 35 P-2 56 P-3 38 HEPWORTH-PAWlAK GEOTECHNICAL, INC. TABLE 2 PERCOlATION TEST RESULTS LENGTH OF WATER WATER INTERVAL DEPTH AT DEPTH AT (MIN) START OF END OF INTERVAL INTERVAL (INCHES) (INCHES) 15 10 3f4 9 9 7Vz 7 V2 6'14 6'14 6 6 5 v. 5% 4'14 4'14 4 v. 4% 4 15 9 'I• 7 V2 7 V2 6 'I• 6 'I• 5 V2 5 V2 43/4 4'14 4 v. 4% 33/4 3'14 3% 3 v. 2'14 15 8 V2 6'14 6'14 5'14 5'14 5 5 4 V2 4 V2 4 4 3'14 33/4 3 V2 3 112 3 v. JOB NO. 107 0550 DROPIN AVERAGE WATER PERCOLATION LEVEL RATE (INCHES) (MIN./INCH) 1 314 1 V2 3f4 3f4 3f4 '12 V2 v. 36 1 314 1 11• 3f4 3f4 'I> V2 V2 V2 30 1'14 1 3f4 V2 '12 v. v. '14 60 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on August 1, 2007. Percolation tests were conducted on August 2, 2007. The average percolation rates were based on the last three readings of each test. P.O . Box 396 Chowc hil la , Ca l ifo rni a 93610 Foundation Design Calculation Package This Design Calculations Package has been prepared using the latest applicable codes and standards and the latest developments in engineering practices. A design engineer prepared the calculations and a building specialist checked the detailing and drafting . Computer programs, verified by Salsa Steel Corp. have been used where applicable to determ ine structura l requ irements. The output of these programs have been incorporated in this package together with ex planation text where necessary. Please use th is calculations package in conjuction with the drawings provided. This design calculation package may be submitted along with the plans for the plan review/permit process. For any questions regarding this package please do not hesitate to contact our office. Salsa keeps records of reference on design calculations for each building/foundation designed as a part of the Salsa Total Quality System. Project Information Project Name: Jeff Wright Project Address : 0101 Ownes Drive Silt, CO 81652 End Use Of Building: Shop Building Dimensions : 55 I Width 50 ' Length 14/12.5/11.25 ' Height Building Type: Gable Responsible Party : All American Steel Builder Information: 2226 Texas Avenue Grand Junction , CO 81501 EXPIRES JUL 3 1 2008 Project Control Number SHEET I IIII~ I IIi 11111111 11111 Ull llll lll Ill Project Name: Jeff Wright ------~------------------------------------' •AA S -03038* Codes and Loads Governing Code: Seismic Design Category: Wind Pressure: Closed/Open: Exposure : Soil Profile: Snow Load: (Pg =) Frost Depth: Design Stresses Soil Pressure : Concrete : Reinforcement: Concrete Masonry Units: Misc. Steel : Welds: Foundation Slab Thickness: Slab Reinforcement Type: Slab Reinforcement Size : Reinforcement Spacing : Perimeter Footer Type: Concrete Mix Portland Cement: Water: Fine Aggregate : Coarse Aggregate: Maximum Slump: Notes Design IBC 2003 D 90 mph Closed c Sd 0 36 11 1,000 psf-Vertical 1 00 psf-Lateral 2 ,500 psi A-61 5 Grade 40 #4 bars and smaller Grade 60 #5 bars and larger A-18 5 Welded Wire Reinforcement F'm = 1,500 psi (Prism Test Record) F 'y = 36 ksi E-70 Electrodes 21 kli 6 II Rebar #3 1 8 11 on center each way Load Bear ing 6 11 x36 11 5 Sack Mix 0.43 Water/Cement Ratio Well Graded 3/4 II 4 II 1. All bearing footings shall extend a minimum of 1211 into native soil 2. Allowable soil bearing capacity shall be computed with 20% increase for each additional foot of depth , unless noted otherwise 3. 1/3 increase for short term loadings 4 . All footings shall be centered below columns , unless noted otherwise. Project Control Number SHEET 1 111~ 1~1~11111 1 11 1 11111 1111111111 *AA S -03038• Project Name: Jeff Wright ------~------------------------------------' D r- ' ~ L D r , ' I L J E I I I ' _! D r , I ' r , I ' L ~ D r , I I D L .~ Check Thrust ph = 12 .80 K Force Each Side Of Pin 12.80 = 7.39 k F = 2(0.866) Size Hairpi n As = 2 ~(!;3) = 0.2771 in . 2 C r--, A r---, tf\ I L __ -.J I \ I \ c 6" Concre te Slab w/113 Bars @ 18" o.c. e .w.) \ I \ I ,.. __ .., t V t a---~ Hai r Pi n Table 5 '-0" 10'-0" 20'-0 " #4 0.0491 0.0981 0.1963 #5 0.0767 0.1533 0.3066 #6 0.1104 0.2208 0.4416 Building D -, J L ~ r ,D ' ' ;-h E ' ~ I r , ' ' r , ' I r , ' ' .. _ ... D I I Use (1) #5 Rebar x 20' Long Hairpin Projec t Con trol Number SHEET IIIIIIIIIIII IU ~~~ 11~1 111 11111 1~11 11111 1 3 *A A S -0 3 0 3 8 * Project Name: Jeff Wri g ht ----~-------------------------' Slab Check Slab: Assume No Steel Reinforcement ::::J Slab Thickness= 6 .00 " we = 150 pcf fc= 2,500 psi tt = 1.6 * v25oo * (4/3) Sm = 12"(6")A2/2 M s= 75LA2/2*12 t= M Check Slab Reinforcement : Type: Rebar Size: Spacing: Depth Of Reinforcement: s Are inf per foot = 0 · 11 / 1 · 5 A5 = M ad L = -v1 o6.4(72)/45o #3 18 " o.c. 3 " (Mid Depth of Slab) = 0.07 = 75L 2 2500 1.44(4/3)(3") = t =0.07(1.44)(1.33)(3") 33.33 . ·. L = v33.33(o.o74)(1.44)(1.33)(3") = = = = = 106.4 psi 72 in 3 450 in-lbs. 4.13 l.f. Diameter Area 0.3750 0.1104 3.67 l.f. 4.13 l.f. + 3.67 l.f. = 7 .79 linear feet of s l ab will lift off before it breaks Project Control Number SHEET 1 11111~111 11 11111 11~ 1~11111111111~11111111 Project Name: .;.J.:.;ef.:..f.:..;.;.; Wri~gh.;.;,t _______ *_A_A_s_-_o_3_o_3 _a_*_, efooting Size Footing-A A Column Type Rigid Frame Quantity 1 Frame Reactions Pv= Pu= Ph= Bracing Reactions p-v- p-u- Check Footing Size Allowable Soil Bearing= Soil Friction= 37.60 K } 10.70 K Max Loads From Cales 12.40 K 0.00 K Does Not Govern 0.00 K Does Not Govern 5.50 I long X 5.50 I wide X q= [ 1000 [ 1.2) "2.25-1 ]] = J.!= 1256/ (5 .5 * 3) = Design Criteria Use Footing Yes Use Slab Yes Allowable Increase For Width No Allowable Increase For Depth Yes Use Friction Yes Is Footing Square Yes 2.25 ft. deep 11256 p.s .f. 76 p.s.f. Wt of Footing= 150 (5 .5) (5.5) (2.25) = 10,209 # 11 ,925 # 2,093 # 24,228 > Wt of Slab = (159) (75) = Soil Friction= [(2) * (5.5) + (2) * (5.5)] * (2 .25-1 ) * 76 = 10,700 OK Check Bearing Capacity 37.60 Actual Soil Bearing= qact = ----:-::-=:-----:-:::-:::---(5.5) X (5.5) = 1,243 < 1,256 OK Check Reinforcement Pminlong= 0.0018 PminHoriz= 0.0018 Req. As 3.208 < 3.208 < Total As Longitudinal As= 0 .0018 * (66) * (27)= Horizontal As= 0.0018 * (66) * (27)= 3.533 OK 3 .533 OK Use 5'-6" long x 5'-6" wide 2'-3" ft. deep Concrete Footing, With (9) #4 bars longitudinal top and bottom along with (9) #4 horizontal bars top and bottom. . .. No Warnings! Footing Statistics ~ . . ; p y Footing Size = 2.52 c .y. Maximum Reinforcing Wei ht = 120.24 # Project Control Number SH EET IIHIIIIIIIIII IIIIIIIIIIII I!IIII ~I Project Name: ..;J..;,e..,ff_W.....,rig~h..,t ______ *_A_A_s_-_o _3_o_3 __ s * __, Size Footlng-8 Column Type Quantity Frame Reactions Pv= Pu= Ph= Bracing Reactions P= y p-u- Check Footing Size Allowable Soil Bearing= Soil Friction= Rigid Frame 1 30.90 K } 8.20 K 12 .80 K 0.00 K 0.00 K 4.75 I long efooting Max Loads From Cales Does Not Govern Does Not Govern X 4.75 I wide X q= [ 1 000 [ 1.2) " 3-1 ]] = Jl = 1440 I (4.75 * 3) = B Design Criteria Use Footing Yes Use Slab Yes Allowable Increase For Width No Allowable Increase For Depth .Yes Use Friction Yes Is Footina Square Yes 3.00 ft. deep 1 1440 p.s.f. 101 p.s.f. Wt of Footing= 150 (4 .75) (4 .75) (3) = 101153 # 111550 # 31840 # 25,543 > WtofSiab= (154)(75) = Soil Friction= [(2) * (4 .75) + (2) * (4.75)] * (3-1 ) * 101 = 8,200 OK Check Bearing Capacity 30 .90 = Actual Soil Bearing= q act (4.75) X (4 .75) 1,370 < 1,440 OK Check Reinforcement P min Long= 0.002 P min Honz= 0.002 Req. As 4.104 < 4.104 < Total As Longitudinal As= 0.002 * (57) * (36)= Horizontal As= 0.002 *(57) • (36)= 4.295 OK 4.295 OK Use 4'-9" long x 4'-9" wide 3'-0" ft . deep Concre te Footing, With (7) #5 bars longitudinal top and bottom along with (7) #5 horizontal bars top and bottom. ...No Warnings! Footing Statistics ~ . . . p y Footing Size = 2.51 c.y. Maximum Reinforcing Weight = 124.12 # Proj ect Control Number SHEET llll llmlllll lllml l llll llllllllll Project Name: .;;J;.;e.;.;ff...;W;..;.;..;.rig:;:.;h.;.;t ______ • _A_A_s_-_o_3 _o _3_a_• _ _, Size Footing-C Column Type Quantity Frame Reactions Pv= Pu= Ph= Bracing Reactions Pv= Pu= Check Footing Size Allowable Soil Bearing= Soil Friction= eFooting· · Rigid Frame 1 10.80 K} 4 .40 K Max Loads From Cales 2 .20 K 0 .00 K 0.00 K 2 .75 I long x Does Not Govern Does Not Govern 2.75 I wide q= [1000[1 .2)"3-1]] ~ = 1440 I (2 .75 * 3) X = = c Design Criteria Use Footing Yes Use Slab Yes Allowable Increase For Width No Allowable Increase For Depth Yes Use Friction Yes Is Footina Sauare Yes 3 .00 ft . deep 11 440 p .s. f . 175 p.s.f. Wt of Footing= 150 (2 .75) (2.75) (3) = 3,403 # 9,375 # 3 ,840 # Wt of Slab= (125) (75) = Soil Friction= [(2) * (2 .75) + (2) * (2.75)] * (3-1) * 175 = Check Bearing Capacity Actual Soil Bearing= Check Reinforcement 10.80 qact = ___ __;_ __ _ (2.75) X (2 .75) 16,618 > 4,400 OK = 1,428 < 1,440 OK P min Long= 0.002 P min Honz= 0.002 Req.A5 2.376 < 2.376 < Total A 5 Longitudinal A 5 = 0.002 * (33) * (36)= Horizontal As= 0.002 * (33) * (36)= 2.454 OK 2.454 OK Use 2'-9"1ong x 2'-9" w ide 3'-0" ft. deep Concrete Footing, With (4) #5 bars longitudinal top and bottom along with (4) #5 horizontal bars top and bottom. . .. No Warnings! Footing Statistics 11 • • p y Footing•Size = t0.84 c.y. Maximum Reinforcing Weight = 37.55 # Project Control Number SHEET IIIII~ 11111111111 ~1 1 1 1 11 11111 1 ~1 1 111111 Project Name: .;;J;,;;;e,;.;ff_W;,;,;,;ri~g;.;.ht;..... _____ *_A_A _s_-_o_3_o _3_8_*......, Size Footlng-0 Column Type Endwall Column Quantity 0 Frame Reactions Pv= eFooting D Design Criteria Use Footing Yes Use Slab Ye s Pu= Ph= 2 .30 K 7.80 K} Max Loads From Cales Allowable Increase For Width No Allowable Increase For Depth Yes Use Friction Yes Is Footing Square Yes Bracing Reactions p-v- Pu= Check Footing Size Allowable Soil Bearing= Soil Friction= 1 .30 K 0 .00 K Does Not Govern 0 .00 K Does Not Govern 2.50 'long X 2.50 'wide q= [ 1000 [ 1.2) A 3-1 J] IJ.= 1440 I (2 .5 * 3) X = = 3.00 ft. deep 1,440 p.s.f. 192 p .s.f. Wt of Footing= 150 (2 .5) (2 .5) (3) = 2 ,813 # 9,150 # 3,840 # Wt of Slab= (122) (75) = Soil Friction= ((2) * (2 .5) + (2) * (2.5)] * (3-1 ) * 192 = 15,803 > 2,300 OK Check Bearing Capacity 7.80 Actual Soil Bearing= qact = --(.,..,.2-.5..,..) -x-(2.,... ...... 5)--= 1,248 < 1,440 OK Check Reinforcement Pminlong= 0.0018 Pmin Horiz= 0.0018 Req. A, 1.944 < 1.944 < Total A5 Longitudinal As= 0.0018 * (30) * (36)= Horizontal As= 0.0018 * (30) * (36)= 2.355 OK 2.355 OK Use 2'-6" long x 2'-6" wide 3 '-0" ft. deep Concrete Footing, With (6) #4 bars longitudinal top and bottom along with (6) #4 horizontal bars top and bottom. . .. No Warnings! Footing Statistics 11 • Q : Footing Size = 0.69 c.y. Maximum Reinforcing Wei ht = 32.06 # Project Control Number SHEET IIIUI II!~II I II III I IIIII III 111111 Project Name: ..;;.J.;;.ef;.;.f...;,W.;..r..;.:ig;:.;.h,;,;,t ______ *_A _A _s_-_o_3_o_3 _a_•_, Size Footlng-E -~~ Column Type Endwall Column Quantity 2 Frame Reactions eFooting E Design Criteria Use Footing Yes Use Slab Yes p = 5.90 K Pv= 12.70 K } u Max Loads From Cales Allowable Increase For Width No Allowable Increase For Depth Yes Use Friction Yes Is Footing Square No Ph= 1.30 K Bracing Reactions p-v-0 .00 K Does Not Govern Pu= 0 .00 K Does Not Govern Check Footing Size 4.50 I long X 2.00 I wide X 3.00 ft . deep Allowable Soil Bearing= Soil Friction= q= [1000[1 .2)"3-1]] ~ = 1440 I (4 .5 * 3) = = 1,440 p.s.f. 107 p .s.f. Wt of Footing = 150 (4 .5) (2) (3) Wt of Slab= (126) (75) = = Soil Friction= [(2) * (4 .5) + (2) * (2)] * (3 -1 ) * 107 = 4 1050 # 9,450 # 21773 # 16,273 > 5,900 OK Check Bearing Capacity 12.70 Actual Soil Bearing= qact = ----:-(4-:-."="5):-x-(:-::2-:-) --= 1,411 < 1,440 OK Check Reinforcement Pminlong= 0.002 PminHoriz= 0.002 Req . As 3.888 < 1.728 < Total A5 Longitudinal A 5 = 0.002 *(54)* (36)= Horizontal As= 0.002 * (24) * (36)= 4.295 OK 1.841 OK Use 4'-6" long x 2'-0" wide 3'-0" ft . deep Concrete Footing, With (7) #5 bars longitudinal top and bottom along with (3) #5 horizontal bars top and bottom. . .. No Warnings! Footing Statistics :'I • • • p y Footing Size = 1.00 c.y. Maximum Reinforcing Weight = 67.80 # Project Control Number SHEET 111111111111111 1111 11111 /ill ~1 111 Project Name: ..;;;J..;;;e.;.;ff_W;..;.;..;ri.:i:.gh;.;.;t;.... _____ *_A_A _s _-_o_3_o_3_a_• _ _, AnchorBolt Check Anchor Bolt Embeddment Note : -----------------------------, Anchor bolt diameter and quantity has been determined by Build ing Manufacturer. Check for embeddment length and bolt ty pe. Check Quantity p-u- L-e- o-e- Ces = f·c= F.S.= 3/411 <1> A307 Headed Bolt or A36 Threaded Rod 4 10.7 K 12 II 4 II 0.333 2 ,500 p.s .f. 4 <I> Pc=0 .85 [v'2 (3.14) (12) (12 + 1.5)] (2 .8) (1) v'2500 (0 .334) = 28,535 # Threaded (T.R.)A 36 - - Rod--- - --- -- 28,535 I 4 = 7,134 # per bolt Bolt Effective r-3' Projection -r- Embeddment Length Use (4) 3/4"A307 Headed Bolt or A36 Threaded Rod With 12" Min. Embeddment a nd 3" Projection W/3" sq. x 3/8" Plate Washer -3' Projection Concrete Finish Line _,___. Errbeddme nt 1--------Headed BOlt (H. Bolt) A307 3/8' Plate Washer 3' sq. Doubl eNut~ . ,_ 3 ProJec tion Proj ect Control Number Project Name : Jeff Wright ------~--------------------------------' IUIIIII~I IIUII AAS -0 3038 SHEET .09/24/2007 11:50 FAX 9706258658 RIFLE ELECTRIC INC IIIII Wi\\'~1 r,M,I'oll~ ,~l,r'llr,~1W~'IfJ~WI~~~~ IIIII ~ecoption#: 724806 05/04/2007 05:28:58 ~M 6: 1933 P: 0911 Je~n ~1ba~loo 1 of 2 R•o ll'••:$11,00 Doc Fae:1B.00 G:f:IRFU:l-.0 COUNTV CO RccOI'd~d nt ----···.. o'cloct.,: M. Reception No. ---========---------------Recorder. WARRANTY DEED THIS DEED, made this l~tdny ui"Junc, 2007 Iktwccn ORLYN J. BELL AND CAROL A. BELL nJ'the "'County of Garfield, and State of CO, grunlor, nnd JEFFREY S. WRIGHT AND HEIDI L. WRIGHT; As joint tenants with fulll'ights ofsmvivorship whose legal <!ddi'CSS is: 410 Evergreen Drive, Riflel col 81650 of the Co~mly of Garfield and State of CO, gmntee: 141 00?/004 WJTNL::SSETI-I, Thnt the SI'O.ntol' I~"! I' uud iu considr.:ralion of the stun of $1 XO,OOO.OO DOLLARS, the r~ceipt and S~Jf'li~,;i~;:ucy ul' which is herehy acknowle.dged, hn~ granted, bargained, sold nnd c011vey~:d, und by these presents docs grant, bEwgnin, st::ll nnd convey and canllml untv the grantee, his hdrs and a~signs fOI'evel', all the l'enl property together with impi'OV~m~JIIS, if uny, situate, lying and hei1tg, in lhe County of Garfield ::tnd State or c~)l(II"Uc.lo d~:s~;ribcd 1\S follows: See Attached Exhibit "A" o.s known by stn:~:t and number as: TBD Owens Orive Silt Co TOGETHER with all and singulaJ' the heJ'edilnments and appurtenances thel't!:tO b~;longing, or in anywise appc1'tllillil1g, u11d the reversion and reversions, l'emainder nnd rcm11imlcrs, rents, issues and pi'Oti£~ then~nf', 11nd nil the estate, right, titl~, iutc::rc::~~. !.:luim wnl demand wlwtsocver of the.! g1·ant01' eithet' il'l lnw or equity. o( in and to the above hflrguincd premises, with the lHli'CclitameiH . .; 111td 1lppurlc1HIIlccs. TO HAVP, AND TO HOLD the said p1·emi:;~:~s ubuvc burguincd nnd dcscl'ibecl, with the npp1ll"fenanc~s. unto the gmnlc~. hi~ lu~ir~ und assigns forever. And the Grantl)l', fill' him:':ielf, hi5 heirs, and personalrep1·eseotu1ives, do4.:S covenant, gr·ant, bargain, and 11grec: to and with the Gmntee, his heii'S nnd llssigns, Umt tll the time of the Cll5'cating and delivery o/' the::-o presents, he is well seized of the pn:miscs ubovc convcyecl, has goncl, sme, perf~ct, ubsolulc ami indctCasiblc estate of inheritance, in lnw, in fr:c simple, a·nd has good l'ighl, full ]'loweT and lawful authority to grant, bargain, sell and convey the 5;o.me in ltHH1t1er und form a~ aforesaid. and that the same £11'1! Jh:e und cl~;nr from all former and other gmnts, bargains, sales, liens, taxes, assessments, cnctllnbrnnccs and restrictions ol'whntcvcr kind OJ' mllurc soever, except general taxes nnd nssessrm::nl.s for the year :2007 and st!bscqucnt years t'lnd all those ~pet;jfh; J:Xceptions described by rdcrenct:: tel t'Ct.:nrclt.:d doctum~nt:; as rcfkctcd in Commonwealth Title Compnny's Commitment No. 0703125 The grantm· shall ancl will WARRANT AND FOREVER DEFEND the above hargaint::ci]~I'Cillisc:o in lhc quiet Hnd peaceable possession of th~ g1'antee, his heir:; urtd u.s::;ign~. ugainst all and every person or pe1·sons lawfully cl£1imillg the whole or any part therl!o[ The sjngulill' n11111bcr shall include the plum!, the pltu11l ~h~; singular, and the l15C of gende1· shall ])e uppllcu.b!LJ lo ull gcmdt.Jrs. IN WITNESS WIIEREOF the grantor has executed 1his d"d on the d11to sot ftu·th ubr•· . . / ,,;> • !) .-'l / t/ di ;;J 1_17 / U , Q_ ~ c'2t j ( (___d4ef-ei'.[:J~j ·'i..__...-./ OriY'' J. sJt' '\~ "J Carol A. Bell STATE OF COLORADO 09/24/2007 11:51 FAX 9706258658 RIFLE ELECTRIC INC 141003/004 as known by street und numbt:r as; TBD Owens Drive Silt Co TOGETHER with all and singulilr the hereditaments 11nd appurll!ll\lllC~S then~W belonging, or in anywise appcrtuining, cutd the reversion and reversions, remainder and remainders, rents 1 issues nnd profits thereof, and all the estate, right, title, intet'e.'>t, claim and dem!lnd WhillS(luv~::r of the grantor c:ilh!:r inluw or equity, orl in Mct to the nbove bmgnined pte111ises, with th~ h~n~di!ilmtmls and Hppurtennnces. TO HAVE AND TO HOLD the ~aid pt·emises ahove t>DJ'Sfline<.l and descl'ihed, with the o.pput·tcnatlces, unh) thu gmntee, his heirs und assigns forever. And the Grnntor~ for himself. his heirs, and personal rcprcsentotivcs, docs covcnnnt, grnnt. bargain, and ngrcc to and with the GnuHee, his he it'S and ::t!:signs, that at the time of rhe cnscaling ~tld delivet•y of these presents, he is well seized of the premises above conveyed. has good, sure, pcrJ'cct, ub:solltlc cmd indefensible l:lStutt: orinheritnnce, in tnw, in ~~~simp!~, oud hus g~lod t·ight, full r~1we•· und Jo.wl\11 authority w gn:ml, barguin, :;c:ll und convey the so.me in manner and form ns aforesaid 1 and that the same arc th:e and clear fi-um all forml:lr mid other gnmts, bnl'gnins, sales, liens, taxes, assessments, encumbnuH;es. and restt·iclions of whatever kit\d or nnture soever, except general tnxes and nssessment.~ for the year 2007 and subsequent yenl's flt'd all those s,.,ecitic exceptions described by t•ct'crcncc to recorded ducumcnts as rcl1ccU!d ln Conu11o"wenllh Title Company's Commitment No. 0703125 The grantor ::ihall und will WARRANT AND FOREVl~R DEFEND the above bargained premises in the quiet and peaceable posse.5sion of the gt'O.Iltee, his heirs and assigns, against all nnd every person or persons lawfully claiming the whole m fli\Y J'flt'l {hereof. The singuln1· numhel' shall incl\tde the pl11l'nl, I he rtu1·at the singulat•, and the usc of gender shall be applicublc to all gcndt:rs, IN WITNESS ·w.HEREOF .. th.c grantor has executed this deed on the d~te set t'oz·th. b/ve. . .· , . .·· , J) ~tlf· / ,. ' .} ' {j f</ J... I 0 , JL. . ,-;.,< e I __ .d~e -'!L. "-· ·~ Odyn J, nJi' 1 r Carol A. Bell STAT!:; OF COl .OHAIJO COUNTY OF GARFIELD ) ) ss. ) The nm!going inslrunt~ut wus o.cknowledged before me on June I, 2007~ by Orlyn J. Hell flncl Cm·ol A Bell. Commonwealth Fi!~ No.U7U:\125 Return tn Jeffre)' S. Wtixhl K>>(l Hl'itli I. Wri!.(h> 410 J:vcr11.r~n Drive Rille CO-lii<>~O WITNESS my hand and uftit:ittl ·etll --) ~~-.1....,.,-=~e-:::....::::~::____- 127 E~{l51i~lreet Ril'it:·eo 8f650 09/24/2007 11:51 FAX 9706258658 RIFLE ELECTRIC INC 141004/004 1111 Wlri. ~~ r,IVJ,lllj!,lll!f,llllf,ijy,~tJIIR: ~.~,~r,~~~ II II I R•••ptlonff: 724806 015/04/2007 06:2Bi5S ~M B: 1Sii3 P: 11181l Jun-·Albtridll 2 or 2 Rto ~ft:$11.00 Ooo Ftt:1S.00 G~RFJELD COUNTY CO File No. 0703125 EXHIBIT "A" A Parcel of land being located in the NW'i< of Section 34, Township 6 South, Range 92 West of the 6th P1·incipal Me1·idian being mo!'e pmticularly descrilled as follows: Beginning at the North Quatier corner of said Section 34 whence a 20.00 foot Witness Corner bears South 89° 15'52" West 20.00 feet, said Witness Corner being a 3-ineh aluminum cap L.S. 10732; thence South 00°30' 12" East 979.58 feet along the North-Sot1th quarter line of said Section 34 to a point whence the Center of said Section 34 bears South 00°30'12" East /661.36 feet said Center of'Seetion being a 3-inch aluminum cap County Surveyor 1976; thence South 89°29'53" West 1320.46 feet to a point on the east line of the NWY.NWY. ot' said Section 34; thence South 00°30'59" East 344.98 feet along ~aid ea~t line of the NWY.,NWY< to the Southeast comer of said NWY<NWY.; thence South 00°30'59" East 423.80 feet along the east line of the SWY.NWY, of said Section 34; thence No1·th 30°29'56" West 488.47 feet to a point on the south line of said NWY.NWV.; thence South 89° 19' 13" West 115.11 feet along the south line of the NWV.NWY<; thence North 00°24'28" East 246.96 feet to a point on t·he centerline of a 60.00 feet easement for Owens Drive; thence the following four (4) courses along said centerline: I) N01th 23°3 I '12" East 266.04 feet; 2) thence along the arc of a curve to the right having a radius of 1173.45 feet, and a cent1·al angle of 09°04'54" for a di~tance along the curve of I 86.00 feet; the chord of said curve hears North 28°03'39" East 185.80 feet; 3) thence No1·th 32°36'06" East 187.17 feet.; 4) thence along the arc of a curve to the right having a radius 975.51 feet and a central angle of 19"25'12" for a distance along the curve of 330.64 feet; the eho1·d of said curve bears N01th 42" 18'42" East 329.06 teet: thence Nonh 62°3(Y I 0" West 190.26 feet to the west line of the NEY<NWY, of said Section 34; thence North 00°30'59" West 179.67 feet to the northwest corner of said NEV.NW'A whence the Northwest corner of said Section34 bears South 89°15'52" West 1320.70 feet whence a 22.00 teet Witness Corner to ~aid N01thwest corner bears South 00°3 I '46" East 22.00 feet, said Witness Comer being a 1-11, inch aluminum cap L.S. I 0732; thence NOI'th 89° 15'52" East 1320.70 feet to the point of he ginn in g. UU/Z4/Z007 11:37 FAA 9706Z58658 RIFLE ELECTRIC INC 14!003 a!i known by ~trcct and numhcr as: 1'BD Owens Drive Silt Co TOGETllER with niland singular the hereditaments and appurtcnnncc:s thcretu belonging, or in anywise apptrtaining, and the reversion lind reversions, remainder tmd rem&inders. rents, issues Md profils thereor, nnd Rll the estate, ri&hl, title, interc~t. d11im und demand whatsoever Mthe grAntor ei1her ln law Ol' equity, of, in and to the above bargained premise~, with the hcrcditann:nts tmd KPP\Irtcmmccs. 1'0 HA VI:: ANO TO H0L1) the saJd pt·cmlses abovt: bargained fl.nd dcscribod, with the llpp~,trtenal,'lces, unto the grAnle:c, his heil,. nnd assigns forever. And the GrnntOI', tor him,;elf. hiJ; heirJ, and personal rt:J,rescntativc.s. docs covenant, Q:rant b1ugain, and ll&rcc to and with the Grantee, his hcin Hnd Ulil:iigmt, thut Hl the timt:: or the enMifng and delivuy ol'tllese J>l'clStl\1..$, he i5 well ~i7.ed of rhe ~u~mil!es above conveyed, bus goud. SUI~ perfoct, absolme and indefeasible estate of inheritance, in law, in tee silllple1 and hns good right. full powe1· nnd lawt'ul ntlthority h) grMI. bargain, sell and convey the same in manner fll1d rom\ ns aforesnid, and thar the !illnC are free: and clear from all former nnd olhcr urnnts. barW~ins, sales, lien$, taxes. 1\Ssessments. encumbrance~ and restrictions of whatever kind or nalun: &~ever. cx(;.(;pl gcncmlluxc~ und us:n::.~menll:l for the yc=:nr 2007 nnd ~ubsequcnt )'tal'l and all tho.sc specific ~:~tccptiun:. th:mcrib"d by rcl'mnce to ,~,·d.W docunhmts as retldcttd in Commonwealth Title Company's Commitm~n1 Nu. 0703125 Til~ &,..nlor sholl and will WARRANT AND fORilV~R DEfi3N!l !Oe noov• hargained r•·em;,., in the quiet ftnd pcnccablc poS>;cssion of the gnunce, his heirs Allcl nssigns, agaln$1 all and every person or persons lawfully claiming the whulc: ur HIIY j)urt th~;:r~:ur. ·nu~~ singulur number Shl\lllneludc lhC plural, the pJUI'a\thc singult~.r. um.Jihe USC Of gender Sllall be am>licabJe ID all genders. -~~ Wl,f"NESS~' ;HEREO:the g"'ntorh., executed this deed on thcdatc:ocl for~vc. 1 / ~ /JJ k J /' .. D .,lL , ,_ a, u C.)t.tr-'lit:1v _(."""'__,::::.__ __ Or·lyn .1. 'iM l /r Carol A. IJell STATf. OF COLORADO COUNTY OF (iAIII'I£LD ) ) "· ) The t'ol'l~golng instrun1cn1 wns ll.lknCtwl~dg:ed hetnr~ me on June 1, 2007, by Orlyn.l. Bell and Clli'OI A. l1ell. My eom1ni:.siun cx.pin:s; Rw!Utnlll. ld'flty ~ Wliglw 1!1d fleilfi L. Wri(lht 410 f!vel(!n.'Cit Oriw rune C'O 4•~'o WITNF.SS my hand and ot'fid11l - 121 Eait5t~t•·ee< Rifh::-€0 8-f~SO Recorded Rl ,.-------o'clock M. --------::c--;- Rece~lion Nn. -----... _. _ ........ ________ Rocordcr. WARRANTY DEED THIS DEED,mnde llti;l•l d•y of Juno, 2007 Bel ween ORL YN J. BELL AND CAROL A. I:IELL of the • County nfGarfleld, llnd Sunc of CO, grantor, nnd JEFfREYS. WRIGHT AND HEIDI L. WRIGHT, As joint tenants with full righl' of survivllr.hip whos•lcgnlnddreS< is: 410 Evcrgr1!Cn Drive, Rifle, CO, 8!6~0 oflho Counly of Garfield and State of CO, grantee: ~002 WITNESSETH, That the grantor tb1· and in ~onsidenuion ~,f Ute S\un of S 180,000.(}0 001.1 .ARS, the l'teceir)t and ,;utliciency or which i5 hereby lll.:ktJowledged, has grnnterl, bai'S,ained, ~nld and conveyed, t~~nd by the!c prc.11cntt~ docs grnnt, bargain, sell uml convfiiy nmt \:onlirm \lnlo the grnntcc, his heirs 11\ld llljji&nS rorc:v~r. nil the r&ll prop«ty h)gether willl Improvements, if any, slluate, lying 1\lld being In the Cotmty ofO.rHeld ond Stale ofColomdo d.,eribcd ns follows: · See Attached Exhibit "A" ._, l<nown by su~cl and number"" TBD Owens Drive Silt Co TOGETHER with all and singular the hc1tditamcnh and appurl~nnncc:s \h~;&·ctu tx:lunginK. ur in 11nywise t~.ppcl1ttinillg, 1md lhe n:vcrsh.m und n;\•crsium;,. rcmt\ind~r and n~mQit\dtl'!{, rent~, iMu~s nnd I)I'Otits thereat: nnd all the estate. right, tillc, lntcrc!iit. claim nnd dcmttnd whatrocvcr ot'thc grmnor either in luw 1,1r equity, of", in 11nd to the ohovt bilrr,ain~d llromi~es, with the hcrcdltamcnHI and appuncmmccs. TO HAVE AND TO HOLD the s11.id premises nhnve bars:Ained ~tnd dt.~riMd, with the nppurtenonce,;, unto the ga·antee. his heirs and liSSign~ fQ:rllver. And lh-' Cirantnr, (m· hlm~elf, hl!i heirs 1 nnd pct1iunal n:prc~ntaliv~:s, ~~,~~;s i:onmmt. gnml, bnrg~in, umlugr~ h) ~nd wilh 1he Onmtcc, h\:s h~il"s und ussign~. lht"lt u.t lhe: time or the enstalina and delivery of these presents, he ls well sc:\zcd of the prcmise.s flbovc: c;t.ln¥cy~d. hM good, Sllrc, perfect. ubsoh1IC find indefeasible ustnte of inherilonte, in law, in fee simple, and ha., guod righl, full power ond lawfulnuthority Tf» trAJH, hilrgaln, t~ell and convl.-y th~: saJnt in manner nnd rurmll:; aforesaid, a.~;d d\at the some a1-e tree and clear from all tOrmcr and other grants, hnrgains, snh.::i, lien:~, tMxc:;, assessments, encumhrance.'l ilnd rcsu·ictions ot'wln\tcvcr kind or m\ture tiO<:Vcr, ex~;ept generol tnxl.ls nn<l nss~~sm..,nts tb1' llu: year 2007 tmd subse<went yeur~ and nil lh1lS'-' ~~~~cific exetplions dt:scribcd by rcfcl·encc to rc:t:ur<h:d doc.:umcnl!! ns rellcch:cl in Commonwoolth Title C:ntnJ'any'sCommilmcnt No. 070312S The grantor >holl nnd will WARRANT AND FOREVBR DEFEND lhc nbovc bl!gaiuod premise< in Ute quiel and p"""eable posse55ion of the enmtcc. his heirs und H~sigfl~, ll~ilima 1111 and every l)t)I"SOU 01" pet·sons lnwfully ~IPiming \he whole m fin)' pa1·1 thereaf. The !linQUii\r number -shnll include the plural, the plurnllhe ~h,e,uli1r, Alld the ll!C of gender shall be nl'plicnblc h,l uti genders. IN WITNESS WI·IERcOP lh• gran1or ha. executed this deed on the dole set 1\Jrth b~vc. ,· 0 ~ /l I IA/{J.(__/ · _J(Jr , .. ,.;., ... & f/ ~e .. l v -·-·-..... Orlyn J. B ( Carol A. Bell STAT F. or COLORADO File No. 0703125 1111 flil\flr.M,HII.Nf,Nr.~foldtfill\lrllj,~!No· IIIII Rocopt!Gnl: 724111 08/0./2817 16:28;68 P~ 8: 1933 P: ma12 Jean·Alberloa 2 of 2 Rea ~ea:St1.11 Doo Fee:18.11 GARFIELD COUNTY eo EXHIBIT "A" A Pao·cel of land being located in the NWY. of Section 34, Township 6 South, Range 92 West of the 6th Principal Meo·id ian being more particularly described as follows: Beginni11g at the Nm1h Quarter corner of said Section 34 whence a 20.00 foot Witness Corner bears South 89° I 5'52" West 20.00 feet, snid Witness Corner being a 3-inch aluminum cap l.S. 10732; thence South 00"30' 12" East 979.58 feet along the North-South quarter line of said Section 34 to n point whence the Center of said Section 34 bears South 00°30'12" East 1661.36 feet said Center of Section being a 3-inch aluminum cap County Surveyor 1976; thence South 89°29'53" West 1320.46 feet to a point on the east line of the NW'!.NWY.. of said Section 34; thence South 00"30'59" East 344.98 feet along said east line of the NWY..NWV. to the Southeast comer of said NWY..NW'il; thence So1oth 00°30'59" East 423.80 feet along the east line of the SWY.NW\4 of said Section 34; thence Nm1h 30°29'56" West 488.47 feet to a point on the south line of said NWV.NWV.; thence South 89°19'1 J" West II 5.11 feet along the south line of the NWV.NWY.; thence North 00°24'28" East 246.96 feet to a point on the centerline of a 60.00 feet ~A~em~nl for Owens Drive; thence the following four (4) courses along said centerline: I) North 23°31'12" Enst 266.04 feet; 2) thence along the arc of a curve to the right having a radius of 1173.45 feet, and a central angle of 09"04'54" for a distance along the curve of 186.00 feet; the chord of said curve bears North 28°03'39" East 185.80 feet; 3) thence Noo1h 32"36'06" East 187.17 feet; 4) thence olong th• •rc of a curve to the right hooving a r•dius 975.51 feet and a central •nglc of 19°25'12" for a distance along the curve of 330.64 feet; the chord of said curve bears Noo1h 42°18'42" East 329.06 feet; thence Noo1h 62°30'1 0" West 190.26 feet to the west line of the NEV.NWY. of said Section 34; thence North 00°30'59" West 179.67 feet to the northwest corner of said NB'iiNWV. whence the Northwest comer of said Section 34 bears South 89°15'52" West 1320.70 feet whence a 22.00 feet Witness Comeo· to said Northwest corner bears South 00°31'~6" East 22.00 feet, said Witness Corner being a 1-V. inch aluminum cap L.S. 10732; thence North 89°1 5'52" East 1320.70 feet to the point of beginning. Parcel Detail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information i\s_sessol'/Ireasurer Property Search I Assessor Subs~LQ!!IT)l I Assessor Sales Search Clerk .. &Be.mrderReceP!ion Sean:h Basic.BtJilcling Ch::tra.cteristic.s I Iaxitl{orm.ation Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I TaxArea II Account Number /1 Parcel Number II Mill Levy I I o23 II R230790 II 217934200427 II 44.581 I Owner Name and Mailing Address IBELL, ORL YN J. & CAROL A. I 1512 OWENS DR I lsiLT, co 81652-9679 I Legal Description ISECT,TWN,RNG:34-6-92 DESC: TR IN I IN2NW PRE:R023!92 AND/THRU:& ITO:R023747 BK: 1895 PO: 195 jRECPT:717395BK:l651 PG:611 IRECPT:666037 BK:l021 PG:0445 jBK:0669 PG:0066 Location I Physical Address: 11331 COUNTY RD. SILT I I Subdivision: I I Land Acres: 1169.53 I I Land Sq Ft: lio I Section II Township II Range I I 34 II 6 II 92 I http://www.garcoact.com/assessor/parcel.asp?Parce!Number=217934200427 8/14/2007 Parcel Detail Page 2 of 3 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 18,88011 5,4701 I Improvements: II 10,51011 1,2701 I Total: II 29,39011 6,7401 Sale Date: 116/5/1997 Sale Price: 11141,000 Basic Building Characteristics Number of Residential 1 Buildings: Number of Commllnd !o I Buildings: I Residential Building Occurrence 1 Characteristics I I TOTAL HEATED AREA: 11320 I ABSTRACT CODE·IIFARM/RANCH RESIDENCE- . IMPS ARCHITECTURAL STYLE: IIPRE-HUD MOBILE HOME EXTERIOR WALL: IIMODMETAL ROOF COVER: !!MODULAR MT ROOF STRUCTURE: IIFLAT INTERIOR WALL: llw ALL BOARD FLOOR: llsHT VINYL I HEATING FUEL: !!cOAL I HEATING TYPE: !!WOOD STOVE I STORIES: !!sTORIES 1.0 I BATHS: Ji ROOMS: 13 I UNITS: 11 I BEDROOMS: 12 I YEAR BUILT: 111970 I Tax Information Tax Year II Transaction Type II Amount http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=217934200427 8/14/2007 Parcel Detail I 2006 II Tax Payment: Whole II ($304.04)1 I 2006 II Tax Amount II $304.041 I 2005 Tax Payment: Whole II ($304.26)1 2005 Tax Amount II $304.261 2004 Tax Payment: Whole ($315.10)1 2004 Tax Amount $315.101 2003 Tax Payment: Whole ($350.76)1 2003 I Tax Amount $350.761 2002 I Tax Payment: Whole I ($343.64)1 2002 Tax Amount II $343.641 I 2001 Tax Payment: Whole II ($341.84)1 I . 2001 Tax Amount II $341.841 I 2000 I Tax Payment: Whole II ($378.82)1 I 2000 II Tax Amount II $378.821 I 1999 II Tax Payment: Whole II ($377.02)1 I 1999 II Tax Amount II $377.021 TopofPa~ Assessor.O'!taQiJSe .. Sean:hQptions I Treaswer[)<)tabase .SearchQptions Clerk. &R.ccorc!er. Oatal:l<!s.e.Se<trc:b Options Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by GoDdTllri1sSoftwm:e. http://www.garcoact.com/assessor/parcel.asp?Parce!Number=217934200427 8/14/2007 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at -~():.:.1.-"'{)...:./ _ ___,a'""~"'~""· ,_,;5>L-_.Ot.~,_,.'-------- Permit No. /tJ ~ (p '( I have this day inspected this structure and these premises and found the following corrections needed: ) !le-6;r mu£_1 be-;DI~~e/1 ~ r/&( Ao lfU/1-1 k "~,;:.ftcetl_ _wh/f~ _POU/'//?f {()/1C/'e:f::.. 3 I/ /7J//l/.1?1Uhl t!~nfnce -I;; 5M'/, ~) Pd.s -/1!!'55 ~t:t/J J'? Y3/' ~-~75 1 .. •e-1 A!tuet/ u//h cl~k-l?'Jt:l:. ett/7 tJe ....., r. · · /" · / m,r,t.GI k 7/.IZ.Jt.?' l-11fJ/~e_ -;h~ 3) culL t1 rc.;f 7~~/. You are hereby notified that the above correction must be inspected before covering. When oorrection(s) have been made, call for inspection at 970-384-5003. Date_...:.A_V_-_.7_~-----,..---20 t!J 7 Building Inspector --+£1AA/~"""--'=.14--~----=------ Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE '108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at _ __,G:e7..:.i.;Cc.c' {'--_ _,_Q"'---"'"'.J~t;:A~c'-::::.' _ _,t}"-'!("'(-__ _ P "t N I /~/ I I / . erm1 o. ____ '-'::.·..oo==::-'"-' _'·1-------------- I have this day inspected this structure and these premises and found the following corrections needed: You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date _..J./c...::0::___:__17_:__-_0=:1 _._,]__ 20 ___ _ Building Inspector __ 7rkJrt-lh-1f-"1i---"1LL~~-------- Phone (970) 945-8212 lJlJ.; COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone(970)945~212 Job located at {)/{)/ 0~ ~ Permit No. /{)?? tf I have this day inspected this structure and these premises and found the following corrections needed: You are hereby notified that the above correction must be inspected before covering. When oorrection(s) have been made, call for inspection at 970-384-5003. Date /3/ 20 f)g Build-in-g-ln-s-pe_{_c_to_o:r ====L~~-:..::::._:~Lf>..--"'(..-':J~6......~---- Phone (970) 945-8212 Inspection Report COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT I CORRECTION NOTICE Date Received: 28-AUG-08 Contractor/HomeOwner: Address: Type of Inspection: Action: Comments or Corrections: Inspectors Name: Cliff Owens Phone Number: (970) 248-7044 Permit Number: 642726 RIFLE ELECTRIC INC 0101 OWENS DRIVE Final Accepted Date: 28-AUG-08 COLORADO STATE ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENCIES 1580 Logan St. Suite 550 Denver, Colorado 80203-1941 Phone: (303) 894-2985 https://www.dora.state.co.us/pls/reai/Ep _Web _Inspection_ GUI.Process _Page Page 1 of 1 9/5/2008 No. ___,\'"""""()~~:.=-...._..._} __ _ Assessor's Parcel No. ~\lC\~L\'~-C:Op()d-,-:; Date Q-2fr61- BUILDING PERMIT CARD Job Address ()lD\ Dwei/\'S Owner U)f\Ct}l'rt-JeEft'e'-j ContractorOWfiey t1"'-"SU.,;\- AddressY1~ 'U>fe2reVl-iW·1ephone #QJ-Lt.qsy Address \ <. Phone # __ l_l __ Setbacks: Front Rear--,---------RHI _____ LH _____ Zoning ____ _ "5fDIDQ8 btC1Q -\JY\etol \Jt0Q. INSPECTIONS Soi Is Test -~--==--------=-__,..~--- Footing LP -U -o! MY\ Foundation /1·5-o?!bii Grout------------ Underground Plumbing _____ _ Rough Plumbing _______ _ Framing ___________ _ Insulation __________ _ Roofing ___________ _ Drywall ---=..------,=:---,.--,...,----,--- Gas Piping _ _,_9'-----'':..l·S:--·~08:2___C;:;2;:..:1~t-V=-L" _ / ~nJ/I~£d Weatherproofing __________ _ Mechanical ____________ _ Electrical Rough (State) ________ _ Electrical Final (State) :Y-7..7-c.'-> §: Final 'f'-[5'""-oo/Checklist Completed? (Z?<-"U Certificate Occupancy # _______ _ Date-~__,..,~-~~~---- Septic System # £)./6. O/(J H Lti; Date -"='"----=------ Final 7-/4? .....,og Other--------------- (continue on back) INSPECTION WILC. NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date lssued9.~~.1 ...... Zoned Area ............................... Permit No ..... l.{)(;!';.~l ...... . AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use 'Sllilll.C(P. ~\Ul!,-Vyle\UL b\U~ Address or Legal Description C\0\ DweY\S, b( • 5\Vr- Own" \l.lt\Wdr, .\tffrtlj Contrn<tor (')wVI~ Setbacks Front Side Sjde Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing ID-U -0 7 IJ«L U{>t/J CJI<.. Driveway Foundation J/-5-o 7 J{)rlv Underground Plumbing Insulation '?-s-_,;) 8 ~ Rough Plum bing Drywall Chimney & Vent Electric Final (by State Inspector) g-ZS-c:fJ' Gas Piping 9'-0-o6' .a'tt/ Final 7'-/6-cJfS -pc.u, Electric Rough (By State Inspector) Septic Final 'l-/6-015 Framing 'l'-s-----oB' .. "7':vv Notes: (To include Roof in place and Windows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD Date q-ZG4 By PtLLl IF PLA~-COVER WITH CLEAR PLASTIC